1)Given the following set of stadia level notes. The instrument used has a stadia and C = 0.229.Complete the tabulation and perform interval factor of K= 100 the customary arithmetic check. FORESIGHT BACKSIGHT a(°) 12.02 STA DE(m) ELEV(M) s(m) 1.35 RR(m) VD(m) s(m) RR(m) VD(m)| a(") BMA 1.35 629.30 TP, 1.85 9.26 1.42 1.95 -4.25 1.92 ТР2 2.67 7.14 1.25 1.76 6.53 2.05 ТР, 1.07 -12.32 2.24 2.67 -4.8 1.66 BM3 1.07 -12.38 1.48

1)Given the following set of stadia level notes. The instrument used has a stadia and C = 0.229.Complete the tabulation and perform interval factor of K= 100 the customary arithmetic check. FORESIGHT BACKSIGHT a(°) 12.02 STA DE(m) ELEV(M) s(m) 1.35 RR(m) VD(m) s(m) RR(m) VD(m)| a(") BMA 1.35 629.30 TP, 1.85 9.26 1.42 1.95 -4.25 1.92 ТР2 2.67 7.14 1.25 1.76 6.53 2.05 ТР, 1.07 -12.32 2.24 2.67 -4.8 1.66 BM3 1.07 -12.38 1.48

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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